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Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />18 4 1.20D + W5 <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />17 4 1.20D + W4 <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />16 4 1.20D + W3 <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />15 4 1.20D + W2 <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />14 4 1.20D + W1 <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />13 3 1.20D + 1.60Lr <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />12 3 1.20D + 1.60S <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />11 3 1.20D + 0.50W5 + 1.60Lr <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />10 3 1.20D + 0.50W4 + 1.60Lr <br />No.Settings Value Unit To Solve <br />CO